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Waste Water Engineering

Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

50 ppm
100 ppm
200 ppm
150 ppm

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Waste Water Engineering
Clogging of sewers, is caused due to

All of these
Silting
Greasy and oily matters
Low discharge

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Waste Water Engineering
‘Cowl’ is provided at

Upper end of the manhole
First step in manhole
Upper end of ventilating column
Lower end of ventilating column

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Waste Water Engineering
In 1000 kg of sewage, the total solids approximate

1 kg to 2.0 kg
5 kg to 7.5 kg
0.5 to 1.0 kg
7.5 kg to 10 kg

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Waste Water Engineering
If D.O. concentration falls down to zero in any natural drainage, it indicates the zone of

Active decomposition
Recovery
Degradation
Cleaner water

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Waste Water Engineering
In sewers designed with self cleansing velocity,

Neither silting nor scouring occurs at the bottom
The bottom is silted
Both silting and scouring occur at the bottom
The bottom is scoured

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